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Daniel Ambrosini ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Nanclares, Germán / Curadelli, Oscar / Ambrosini, Daniel (2024): Influence of the vertical seismic component on the response of continuous RC bridges. In: Computers & Structures, v. 305 (December 2024).

    https://doi.org/10.1016/j.compstruc.2024.107558

  2. Cuervo, Facundo / Domizio, Martín / Ambrosini, Daniel (2024): Dynamic Calibration of the Transverse Elastic Modulus of Shredded Rubber for Use in Seismic Isolation. In: Structural Engineering International, v. 34, n. 2 (March 2024).

    https://doi.org/10.1080/10168664.2023.2274462

  3. Garrido, Hernán / Domizio, Martín / Curadelli, Oscar / Ambrosini, Daniel (2024): Inerter-based Building Mass Damper: Optimization and experimental study. In: Engineering Structures, v. 301 (February 2024).

    https://doi.org/10.1016/j.engstruct.2023.117277

  4. Domizio, Martín / Ambrosini, Daniel / Campi, Andrés (2024): A novel tuned liquid damper for vibration control in high-frequency structures. In: Engineering Structures, v. 301 (February 2024).

    https://doi.org/10.1016/j.engstruct.2023.117350

  5. Nanclares, Germán / Ambrosini, Daniel / Curadelli, Oscar: Partially restrained seismic isolation system to retrofit a continuous girder RC bridge. In: Structure and Infrastructure Engineering.

    https://doi.org/10.1080/15732479.2023.2211962

  6. Barlek, Pablo / Ambrosini, Daniel / Luccioni, Bibiana (2023): Generalized friction panel: An innovative passive energy dissipation device for structures subjected to seismic loading. In: Engineering Structures, v. 283 (May 2023).

    https://doi.org/10.1016/j.engstruct.2023.115898

  7. Domizio, Martín / Ambrosini, Daniel / Curadelli, Oscar (2015): Performance of TMDs on nonlinear structures subjected to near-fault earthquakes. In: Smart Structures and Systems, v. 16, n. 4 (October 2015).

    https://doi.org/10.12989/sss.2015.16.4.725

  8. Nanclares, Germán / Ambrosini, Daniel / Curadelli, Oscar (2022): Comparative nonlinear seismic analysis of an existing RC bridge designed with obsolete codes. In: Advances in Structural Engineering, v. 25, n. 7 (April 2022).

    https://doi.org/10.1177/13694332221074772

  9. Domizio, Martín / Garrido, Hernán / Ambrosini, Daniel (2022): Single and multiple TMD optimization to control seismic response of nonlinear structures. In: Engineering Structures, v. 252 (February 2022).

    https://doi.org/10.1016/j.engstruct.2021.113667

  10. Curadelli, Oscar / Ambrosini, Daniel (2011): Damage detection in elevated spherical containers partially filled with liquid. In: Engineering Structures, v. 33, n. 9 (September 2011).

    https://doi.org/10.1016/j.engstruct.2011.05.023

  11. Ambrosini, Daniel / Luccioni, Bibiana María (2009): Reinforced concrete wall as protection against accidental explosions in the petrochemical industry. In: Structural Engineering and Mechanics, v. 32, n. 2 (May 2009).

    https://doi.org/10.12989/sem.2009.32.2.213

  12. Ambrosini, Daniel / Luccioni, Bibiana (2020): Effects of underground explosions on soil and structures. In: Underground Space, v. 5, n. 4 (December 2020).

    https://doi.org/10.1016/j.undsp.2019.09.002

  13. de Borbón, Fernanda / Domizio, Martín / Ambrosini, Daniel / Curadelli, Oscar (2020): Influence of various parameters in the seismic soil-structure interaction response of a nuclear power plant. In: Engineering Structures, v. 217 (August 2020).

    https://doi.org/10.1016/j.engstruct.2020.110820

  14. Nanclares, Germán / Ambrosini, Daniel / Curadelli, Oscar (2018): Evaluation of classical reinforcement and passive control systems on a reinforced concrete bridge subjected to seismic loading. In: International Journal of Lifecycle Performance Engineering, v. 2, n. 3-4 ( 2018).

    https://doi.org/10.1504/ijlcpe.2018.094867

  15. Ezeberry, Javier Ignacio / Ambrosini, Daniel (2014): Identification of defects in piles with high slenderness ratios using dynamic response to impulse loads. In: International Journal of Lifecycle Performance Engineering, v. 1, n. 4 ( 2014).

    https://doi.org/10.1504/ijlcpe.2014.064101

  16. Garrido, Hernán / Curadelli, Oscar / Ambrosini, Daniel (2019): Resettable‐inertance inerter: A semiactive control device for energy absorption. In: Structural Control and Health Monitoring, v. 26, n. 11 (September 2019).

    https://doi.org/10.1002/stc.2415

  17. Codina, Ramón / Ambrosini, Daniel (2019): Numerical and analytical study of overpressures and impulses inside a masonry box subjected to external blast loading. In: International Journal of Protective Structures, v. 10, n. 3 (June 2019).

    https://doi.org/10.1177/2041419619843636

  18. Luccioni, Bibiana / Ambrosini, Daniel / Nurick, Gerald / Snyman, Izak (2009): Craters produced by underground explosions. In: Computers & Structures, v. 87, n. 21-22 (November 2009).

    https://doi.org/10.1016/j.compstruc.2009.06.002

  19. de Borbón, Fernanda / Mirasso, Anibal / Ambrosini, Daniel (2011): A beam element for coupled torsional-flexural vibration of doubly unsymmetrical thin walled beams axially loaded. In: Computers & Structures, v. 89, n. 13-14 (July 2011).

    https://doi.org/10.1016/j.compstruc.2011.03.007

  20. Ambrosini, Daniel (2010): Experimental validation of free vibrations from nonsymmetrical thin walled beams. In: Engineering Structures, v. 32, n. 5 (May 2010).

    https://doi.org/10.1016/j.engstruct.2010.01.010

  21. Garrido, Hernán / Curadelli, Oscar / Ambrosini, Daniel (2013): Improvement of tuned mass damper by using rotational inertia through tuned viscous mass damper. In: Engineering Structures, v. 56 (November 2013).

    https://doi.org/10.1016/j.engstruct.2013.08.044

  22. Ambrosini, Daniel / Luccioni, Bibiana / Jacinto, Abel / Danesi, Rodolfo (2005): Location and mass of explosive from structural damage. In: Engineering Structures, v. 27, n. 2 (January 2005).

    https://doi.org/10.1016/j.engstruct.2004.09.003

  23. Codina, Ramón / Ambrosini, Daniel / de Borbón, Fernanda (2016): Experimental and numerical study of a RC member under a close-in blast loading. In: Engineering Structures, v. 127 (November 2016).

    https://doi.org/10.1016/j.engstruct.2016.08.035

  24. Domizio, Martín / Ambrosini, Daniel / Curadelli, Oscar (2015): Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading. In: Engineering Structures, v. 82 (January 2015).

    https://doi.org/10.1016/j.engstruct.2014.10.022

  25. Domizio, Martín / Ambrosini, Daniel / Curadelli, Oscar (2017): Nonlinear dynamic numerical analysis of a RC frame subjected to seismic loading. In: Engineering Structures, v. 138 (May 2017).

    https://doi.org/10.1016/j.engstruct.2017.02.031

  26. Garrido, Hernán / Curadelli, Oscar / Ambrosini, Daniel (2017): Control of relative vibration between flexible appendages using passive and semi-active isolation. In: Engineering Structures, v. 152 (December 2017).

    https://doi.org/10.1016/j.engstruct.2017.09.056

  27. Garrido, Hernán / Curadelli, Oscar / Ambrosini, Daniel (2018): On the assumed inherent stability of semi-active control systems. In: Engineering Structures, v. 159 (March 2018).

    https://doi.org/10.1016/j.engstruct.2018.01.009

  28. Luccioni, Bibiana / Ambrosini, Daniel / Yuen, Steeve Chung Kim / Nurick, Gerald (2010): Effects of Large and Spread Explosives Loads. In: International Journal of Protective Structures, v. 1, n. 3 (September 2010).

    https://doi.org/10.1260/2041-4196.1.3.319

  29. Codina, Ramón H. / Ambrosini, Daniel / de Borbón, Fernanda (2013): Numerical Study of Confined Explosions in Urban Environments. In: International Journal of Protective Structures, v. 4, n. 4 (December 2013).

    https://doi.org/10.1260/2041-4196.4.4.591

  30. Codina, Ramón / Ambrosini, Daniel / de Borbón, Fernanda (2017): New sacrificial cladding system for the reduction of blast damage in reinforced concrete structures. In: International Journal of Protective Structures, v. 8, n. 2 (June 2017).

    https://doi.org/10.1177/2041419617701571

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